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HomeMy WebLinkAboutLot 65-67 Precise Grading GRADING NOTES '° 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING � CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. qljj 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGE VIA RAMI SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM P 2 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. i dming qp 4 3. MAXIMUM CUT OR FILL SLOPES _ recise CROWNE HILLPa s n odels 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ~ M FILL SLOPES OVER 5' HIGH. ots 5 67 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT w � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY " pYp PIS PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS In Ci y o emecu e o a i orni OVER 1 DEEP. 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA HWY• 79 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � � � \ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _ TO SAN � ' T I F I CATION SHALL BE TO LINE, ISSUANCE OF THE BUILDING PERMIT. CER . GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. \ = 2IGt�ED TO HANDLE 100 YR. Q STORM FLOWS, ALONGTjTAMj1 41 7. PROVIDE BROW DITCH, DES • _ _ -_ •y101 TOP OF CUT SLOPES. 10 '=` = - PROJECT SITE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN �, ` �= W E��= _ 12 I I ONE FOOT �� - - �. WITH RECOMMENDATIONS ONS OF = - •` - -- -- 9. ALL GRADING SHALL BE DOME IN CONFORMANCE ��'� � _ _ ,,` -__ -�� � °_� � - � � � 6 ` I I � Z BY: DATED -- ` f� _ - - -� �� -' -- 13 1 THE PRELIMINARY SOILS INVESTIGATION P.,EIBA 4. 2Q01� - _- 6058 VIC INITY MAP SUBMITTED TO TI-� .. �__ �-- -~ - � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE - t F ,p , 48 3� - \ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 33 � ' '� �\ 1 - - 14 57 �� 1 _ _ - _ NOT TO SCALE MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- % 61 37 - - ANCE WITH THE RECOMMENDAT I ONS OF THE PREL I M I NARY SOILS REPORT. ,� 9 16 56 48 1 , _ \17 •. 41 , / 39 , 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING \ 62 •�► 36 2� 1 -- DEPARTMENT TELEPHONE 909 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 ` I 33 - - - \ � " ` / ( > to .. 38 , r REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- �. 49 \ `'�" � ��` 42 M TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 •� 63 \ 35 2a �, - s �� 36 \\ 34 21� �� - +' , i EACH LOT. c 43 \ 42 4 23 r, 73 / 43 72/ 121 �•; Q 64 - F - 27 125 _ - `�� _ 18 35 \ / 45 11 . CUT SLOPES EQUAL TO OR GREATER THAN�5 IN VERTICAL HEIGHT AND FILL _ -� _ 44 SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL 122 � �` •'1 y - _ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE \ . YJ �� ���� ��' - - M1 _ 1 / \, �_� -� \ ", "'f w"�- _ _ i i �_ . HIGH POINT FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT123 -_ �- 68 19 34 _ _ MIN. -.. \ ELEV. CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (� ------ h P , a5 84 I , l ' 71 66 / A 6g _. -000 83 Q2 a1 78 72 _ _�- \ 1 12 4 -- y I ( 74 �� "' 3 3 67, : FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS \\ `.'::, ` � �. /" . 2 1 1 , M 12. NO I �► _ BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS `'' '� Y �7 7!L 75 - �� 2° ___-- ' �� ' ' ' 6 ' _ - 21 " ' 8 ' I t 125 I �: ` `� \� ' 32 1 \� 51 ' S0 i a I+ "'' i 1 Z Me ? MATERIAL. \\,� - 3 22 �� I'I 1 52 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 4 - - _. -� 24 _ 49 _ �, I .I � '.• ,� 6 I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 7 3 65 `. T �� ` 1 53 pj�,, PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I PEER PRIOR TO PLACEMENT OF 12 7 8 �� -_ / 10 1 25 I I 29 1 �' � �. _ "�, 64 / �7. I (EWT 5, 5 A 5' C I FILL MATERIAL. ': _ �� 231 1 1 12 13 14 �/ �;" 1 28 1 30 �� t 54 / / / / �• 1 5 B B „ C I 112 \ ��`' 15 , 1 1 _' - 63 �� 1 MIN MIN MIN MI I 123 ,7 1 1 55 r-1' / I �) 11� DURING ROUGH GRADING OPERATIONS ONS AND PRIOR TO CONSTRUCTION OF =- L� r* / 56 1 I o 4. --� 143_ _ _ �,1 , 1 ' o �__ as 62 I PAD PAD PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 �'' r'� 28 - 1 26 JR ACT i __ _ __ _ _ . ..� _1_ ;: .. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO /' 27 1 -- - __ 1s ___ --- �.I ,, i FF z z FF i 1 ADJACENT PROPERTIES. 16 K 16 I �- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED s�' 12" MIN. ABOVE PAD ELEV. i MIN. MIN. I M BY THE DIRECTOR OF PUBLIC WORKS. ' I (Z 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE LEGEND '��'s SCALE: 1 " = 150 ROUND OFF TOP Z z _ I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 0000• P/L o N =z==__j o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO TOP C18 TC i LOTS INCLUDED 5 �px Boz, 1 0 4 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. FLOW L IAf NE rL 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTIEAT FOR CUT HIGH POINT HP INDEX MAP .. o AND FILL SLOPES OVER 30' IN VERT I CAL M-E I GHT. TYPICAL SIDE YARD D RAINAG F I N I SHED GRADE FG U-) to m 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDINGA- AV _ SECTION �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE � PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELE A FINISI-ED SURFACE--� FS TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- FOR REAR YARD SLOPES GREATER CORNER MEASURED PERPENDICULAR TO THE PROPERTY LIME. o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TF�E ACTUAL THAN 5 IN VERTICAL HEIGHT M GRADE BREAK GB DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 45' 55' S0' 50' I I I 1 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE GARAGE FLOOR GF 0000.0 �, �, �, �, PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PAD ELEVATION PE 0000.0 5' MIN. PSL 5' MIN. 5' MIN. 6" MIN. x PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, Plan 1 _ Plan 1 Pian 2 Plan 2 30 MIN.- 1 ' _3' MIN.- 3' M I N.- 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT FINISHED FLOOR FF 0000.0 O - 3_Car MUDS I LL MIN. MUDS I LL MIN. MIN. MUDS I LL I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER 3-Cor 6 MIN N. R VICE W r 10.R. WATER SER !� LcoNCRETE I L STOOP (TYP.) :d a 6:• N I GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SEINER SERV ICE 20. FINISH _ - LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. / ------- 1 r i r-�J I � I 1 1 " DR I VEWAY r_______'� � r=J� 12 MIN. 2: 1 MAX. 12" MIN. 12 MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. f___2 PRIOR --- -"- 2% MIN. 6" MIN. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD SLOPE TOC T OF ANY CONSTRUCTION/GRADING. --- --- 49' 49' 50' S0' r-----, 50' �-----; 50' 21X MAX. 21X MAX. MIN. 21X MAX. � I ' 1 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE LOT NUMBER /12\ SECTION C- C SECTION B- B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- UNIT TYPE/ELEVATION \2A RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON _ Plan 3 Plan 3 Plan 4 Plan 4 Plan 5 Plan 5 REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED "� - 3--C o r 3-Cor J �, �: TO THE CITY ENG I NEER FOR REV I EW AND APPROVAL. INVERT ELEVATION I E co N ,� ,� OD 00 3-Cor CONSTRUCTION N QUANTITY ESTIMATE BACKWATER VALVES -- --a_J _i- __ 1'n_ - 1 1 � --1 r r, ! i NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT 11 �___=J `�I Q1 CONSTRUCT 3" A.C. PAVEIrENT A.C. 49 TONS 2,695 S.F. CONSTRUCT CONCRETE WHEEL STOP 3 EA TYPICAL FOOTPRINT 3 CONSTRUCT 6" A.B. (CLASS I I) 50 C Y• La • W N.T.S. 0 O CONSTRUCT 3" CONC. OVER NATIVE 793 S.F. w BENCH MARK SOURCE OF TOPOGRAPHY QWNER L DEVE�RPE�R G T 0 UNDE RG ROUHD SERVICE OF INLLj p PLANNING ■ DESIGN ■ CONSTRUCTION - U COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 ALERTANALYTICAL PHOTOGRAI�rETR I C SIRVEYS, INC.INC KB HOME 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 647 MAIN STREET, SUITE lA 12235 EL CAMINO REAL 0-1 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE FROM INTERSECTION,MAIN AND FROM STREET IN TEMECULA AND FRONT STREET RIVERSIDE, CA 92501 SUITE 100 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. CALL TOLL FREE 2� �rNEz R°'�'surrE 40° IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL ❑ � � � 909) 686-5103 SAN DIEGO, CA. 92130-2647 AP IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE Q �"�OZ-�� t�R c��a 1-800-""422-4133 U LTI N D 9W 6762042 - F�7s�.7w�rw2AeF.cam CGT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND ( MAPS CONS P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. o' ' MONUMENT. ATTN: BOB FALCON �' OZ-�49GR g TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MO DES I GRED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D SC,� Q�pFESSIpN RECOMMENDED BY- DATE: lllL�oz CITY OF TDEPARTMENT of PUBLIC WORKS U R15F REV/5e 15�G.PAD 77-I�CX&J&:*S / �O TA A.A. J I MENEZ A. J I MENEZ J. TANNER FRQM QS' Td 4.7' o� �•fT Z HORIZONTAL o��O �� y� Plans Prepared Under The Supervision Of 0 LO Contractor o �� � ,r � ACCEPTED BY: DATE: !! G oa � � T � CROWNE HILL 1 = 20 I� No.60132 "^ Date: Z DEPUTY DIRECTOR OF PUBLIC WORKS �� Tract °G Exp. os/30/04 � - RONALD J. PARKS � TRACT 23143-7 Inspector JOHN D. TANN III ' �- No 231 A 3 7 rr ti 6 t f T I Stat f C if LOTS 65 - 67 VERTICAL Jf 01 y J\. 60132 6-30-04 ,�.: :-=Bee= IL Date Completed -11 F F R.C.E. No. Expires r es R.C.E. No. 19744 Expires 9-30-05 %,,� PRECISE GRADING PLANS MODELS SHEET 1 OF 2 NSA 4F C 1►�l 2: 1 T Ln ................................ Oil -+F- ----------- ......----------- ....... ----------- ...... ----- ----- ------ ---- ....... ...... ......... ----------- ............... .......... N N TRACT 23143 ---, 9 QD Lo 54 TRACT BOUNDARY-, 55 56 57 Cq C R O WNE HILL DRIVE ------ --------- ----- --------- .......... ------ ------- ------ two 0 MT U-) do, '010 4WD ammos-Em 400� mom 12".,3 73.03' 65.03' Ch f - - AT- JFG T 70,03' r 13.2- ......111jo- 7 1299.3 iSNN,1299. 12 6 9 6 1301.4 ------------ 0.03' .47' 1 .9 FL--P 1.0% MIN - ---------- FG G FG SALES TRAILER 7� 1300-3 FF=1299-50 0 C14 Ln 8 C14 1299.5 1.0% MIN. ZFL 120-36 1299.38 - 121.3 FL S-M 1299.17 _-6.4 FF= 1912i 1300.1 .25 MO 1299.9 an 0-.4 9. 1299-05 FS 16.5' C4 FL 1299.05 FG FG 13.4' 6.6 FS 1296.96 ".0 L ....... 4 6' 20' 20' 6' 4' FS L \,1300.6 1300.6 FG FG Z65 LO LOT 64 301 30' z C� PE 1301 .4 3 0 63 S 4;\!,"O# 1 FF-1301.3Q 62 1.0% Q61 0 FFF=1300.6 60' --a- 1: NE 1-2 9 9.9 PE=1300.6 A0 00 qn A 0 61 _j 0 jijjk�' a I 1� 1300.6 VARIES 26.98' 17' 4 0 FG - 4 LOT 67 CL I M >_ a PE = 1299.3 (D n IM.5 0 1 U_ ...... U C-4 r 1299.6 3.09 FL-GB E2 A CIA - LO 1.0% 1300.6 20-82' fFG \1296.30 1298.6 1298.5 �j 01 FS FL FLAB rl_ ob (2) 11� L ri cc 0 r.� 04 C) %12 �1 CO C'4 04 04 04 (a) A E A 70.00' C; X 65.00 W S "fw'�ns 70.00' 70-00' GMEMMINENJ son jud-g� � 58.00' 0 OX G 4 C C 8 r:97 SF :70. .j - -_ '�",1 0 LD LL 6"F.H. \-6NF S LIGHT 0 0 ------------L --- ------------------- .... .....1 -6 (n M 8"WA C*4 0 C%4 C� U:) + 00 11 14 414+4 12 13 0 0 7 0 1.052 co �10�1114 Ln "SE R 8"S.E .......... }--� 0 DE VA N T C 1, L E - ,� LLJ Cr ........... X f L) Z < D I M � 4m, eom, O:f 0 M .............. E 1 55 56 0 1 VARIES 58I ` N 3= 54 1 SWALE 57 Go C� U*) 53 1 VAR I ES 26 98' 17' 4' 52 - ' ' 2 -CONSTRUCTION NOTES 0 1% MAX. 1% MAX (D 3' A.C. PAVEMENT V) Uj UNMRGROt= SERVICE 4 PLANNING INg M Dr-816N W CONOTRUCTION CONCRETE WHEEL STOP 20 0 20 40 60 3 Q3 6" A.B. (CLASS II) z CALL TOLL r 27 YNEZ ROAD,SWE 400 TEMECULA,CALFORNA 92%1-4679 SECTION A-A 3' CONC. OVER NATIVE ©LD02-236GR 1-800-422-4133 CONSULTING 9W 6N.SM - FAX W9.676.7240 - wwwfW.com NOT GRAPHIC SCALE LD02-149GR z _j TWO WORKING DAYS BEFORE YOU DIG I--, Drawing No. 0 DES I WED BY DRAWN BY CHECKED BY 0 DATE BY REVISIONS DATE A(CMXC BENCHMARK S S ION' DATE: DEPARTMENT OF PUBLIC WORKS < CONSTRWT I ON RECORD SCALE RECOMMENDED BY: A.AwIr CITY OF TE MECULA 0 TAN,A/ A. JIMENEZ A. JIMENEZ J. TANNER LO ,e% Se &-DG. PAD THICrf.-MSS p <A HORIZONTAL P der The Supervision Of 0 FAV*A (25'M 0.70*- LAT6 &S 4-44* Contractor ACCEPTED BY: DATE: CROWNE H I LL 1" = 20' No.60132 2 Z_6 DEPUTY DIRECTOR OF PUBLIC WORKS 1 ce- Exp. 06/30,/ Date: RONALD J. PARKS TRACT 23143-7 < Inspector _V JOHN D TANNER, III LOTS 65 - 67 VERTICAL I V I\.- ...... % 60132 6-30-04 0- Date Completed R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 PRECISE GRADING PLANS MODELS SHEET OF 2 N/A OF C 2: 1 T_ A- S-M L 6-4 E2 M 9 1 I F JVF LL